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International Journal of Engineering، جلد ۲۷، شماره ۲، صفحات ۲۹۳-۳۰۶
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| عنوان فارسی |
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| چکیده فارسی مقاله |
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| کلیدواژه‌های فارسی مقاله |
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| عنوان انگلیسی |
Analytical and Experimental Investigation of I Beam-to-CFT Column Connections under Monotonic Loading (RESEARCH NOTE) |
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| چکیده انگلیسی مقاله |
In this study, the behavior characteristics of I beam-to-concrete filled tube (CFT) column connection is studied through experiment and finite element models under the monotonic loading. To validate the finite element modeling, at first, an experimental model is made and experimented. After validation of the finite element modeling, different models were created in the software. The studied parameters include the endplate thickness and the connection type. Various types of endplate thickness are studied for bolted and weld connections. For bolted connections, different types of I beam-to-CFT column connections are studied by using the bolts passing and not passing through the CFT section. The Results show that increase in endplate thickness leads to increase in the connection flexural strength and stiffness and decrease in rotation in a specific resistance value. |
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| کلیدواژه‌های انگلیسی مقاله |
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| نویسندگان مقاله |
Sakhi Yapang Gharavi |
Civil Engineering, Babol Noshirvani University of technology
Gholamreza Abdollahzadeh |
Civil Engineering, Babol Noshirvani University of technology
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| نشانی اینترنتی |
http://www.ije.ir/article_72255_2850145943f1bcd424504c302120a073.pdf |
| فایل مقاله |
اشکال در دسترسی به فایل - ./files/site1/rds_journals/409/article-409-2062786.pdf |
| کد مقاله (doi) |
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| زبان مقاله منتشر شده |
en |
| موضوعات مقاله منتشر شده |
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| نوع مقاله منتشر شده |
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